Pub Date : 2024-08-17DOI: 10.1016/j.ijmecsci.2024.109662
The abundance of variable cross-section curved rails in railway turnouts emphasizes the necessity of intricately modeling them, which facilitates a more accurate evaluation of train-turnout interactions. This study presents a general formulation for analyzing both free and forced vibrations of a variable cross-section curved Timoshenko beam and its implementation in train-turnout dynamic interactions. First, the natural frequencies and mode shapes for in-plane and out-of-plane free vibrations of the beam are determined through eigenvalue analysis, taking into careful consideration the characteristics of variable cross-section and curvature. Then, the forced vibration solution is derived using modal superposition and orthogonality. Furthermore, comparative analyses using finite element method (FEM) validate the natural frequencies and dynamic responses of a beam under various boundary conditions, confirming the reliability and accuracy of the proposed method. Finally, the developed beam model is then applied to simulate the switch rail and point rail under train-turnout interactions, revealing the differences from existing methods that modeled these components as uniform cross-section straight beams. Numerical analyses provide new insights by comparing wheel-rail forces and rail acceleration. Considering curve and variable cross section characteristics could contribute to a more accurate evaluation of train-turnout dynamic interactions.
{"title":"Implementation of variable cross-section curved beam in train-turnout dynamic interactions","authors":"","doi":"10.1016/j.ijmecsci.2024.109662","DOIUrl":"10.1016/j.ijmecsci.2024.109662","url":null,"abstract":"<div><p>The abundance of variable cross-section curved rails in railway turnouts emphasizes the necessity of intricately modeling them, which facilitates a more accurate evaluation of train-turnout interactions. This study presents a general formulation for analyzing both free and forced vibrations of a variable cross-section curved Timoshenko beam and its implementation in train-turnout dynamic interactions. First, the natural frequencies and mode shapes for in-plane and out-of-plane free vibrations of the beam are determined through eigenvalue analysis, taking into careful consideration the characteristics of variable cross-section and curvature. Then, the forced vibration solution is derived using modal superposition and orthogonality. Furthermore, comparative analyses using finite element method (FEM) validate the natural frequencies and dynamic responses of a beam under various boundary conditions, confirming the reliability and accuracy of the proposed method. Finally, the developed beam model is then applied to simulate the switch rail and point rail under train-turnout interactions, revealing the differences from existing methods that modeled these components as uniform cross-section straight beams. Numerical analyses provide new insights by comparing wheel-rail forces and rail acceleration. Considering curve and variable cross section characteristics could contribute to a more accurate evaluation of train-turnout dynamic interactions.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0020740324007033/pdfft?md5=4b32f858f9f80947a0323d34bcc59b1c&pid=1-s2.0-S0020740324007033-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142020760","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-17DOI: 10.1016/j.ijmecsci.2024.109649
Understanding the behaviour of hot jets is crucial for various engineering and environmental applications. The present work studies the influence of heat transfer on the dynamics of horizontal round hot jets through Large Eddy Simulations (LES). Our focus lies on trajectory development, large-scale coherent structures, and turbulent kinetic budget analysis in the near-field and intermediate-field regions. LES of two horizontal round hot jets with Reynolds numbers (3934 and 5100) and corresponding Froude numbers (32.98 and 17.07) were carried out using buoyantPimpleFoam solver in OpenFOAM, and the simulation on an isothermal jet was also performed as a baseline for comparison. The results reveal that the jet core temperature decays faster in the streamwise direction but more slowly in the radial direction, indicating a wider temperature spread than velocity, and the maximum difference between the temperature and velocity spread is about 0.5D. Moreover, the energy associated with the large-scale coherent structure decreases with increasing initial jet temperature. The energy of the first two modes of snapshot Proper Orthogonal Decomposition (POD) and extended POD dropped by 12% and 14%, respectively. The coherent motion with the greatest correlation between the temperature and velocity fluctuations is identified as four pairs of Q1 and Q3 events, which are Reynolds shear stress dominant events. Furthermore, compared with the isothermal jet, the turbulent kinetic energy budgets of the hot jets indicate that the diffusion and generation terms are both reduced by approximately 50%, suggesting a transfer of more kinetic energy into potential energy rather than turbulence. The finding highlights the potential of heightened temperatures to mitigate instabilities associated with large-scale motions in hot jets. This study fills the gap on a comprehensive analysis of heat transfer effects on jet dynamics, and quantitative insights into the large-scale coherent structures are provided, contributing to a better understanding of hot jet behaviour.
{"title":"Large eddy simulation of round jets with mild temperature difference","authors":"","doi":"10.1016/j.ijmecsci.2024.109649","DOIUrl":"10.1016/j.ijmecsci.2024.109649","url":null,"abstract":"<div><p>Understanding the behaviour of hot jets is crucial for various engineering and environmental applications. The present work studies the influence of heat transfer on the dynamics of horizontal round hot jets through Large Eddy Simulations (LES). Our focus lies on trajectory development, large-scale coherent structures, and turbulent kinetic budget analysis in the near-field and intermediate-field regions. LES of two horizontal round hot jets with Reynolds numbers (3934 and 5100) and corresponding Froude numbers (32.98 and 17.07) were carried out using buoyantPimpleFoam solver in OpenFOAM, and the simulation on an isothermal jet was also performed as a baseline for comparison. The results reveal that the jet core temperature decays faster in the streamwise direction but more slowly in the radial direction, indicating a wider temperature spread than velocity, and the maximum difference between the temperature and velocity spread is about 0.5D. Moreover, the energy associated with the large-scale coherent structure decreases with increasing initial jet temperature. The energy of the first two modes of snapshot Proper Orthogonal Decomposition (POD) and extended POD dropped by 12% and 14%, respectively. The coherent motion with the greatest correlation between the temperature and velocity fluctuations is identified as four pairs of Q1 and Q3 events, which are Reynolds shear stress dominant events. Furthermore, compared with the isothermal jet, the turbulent kinetic energy budgets of the hot jets indicate that the diffusion and generation terms are both reduced by approximately 50%, suggesting a transfer of more kinetic energy into potential energy rather than turbulence. The finding highlights the potential of heightened temperatures to mitigate instabilities associated with large-scale motions in hot jets. This study fills the gap on a comprehensive analysis of heat transfer effects on jet dynamics, and quantitative insights into the large-scale coherent structures are provided, contributing to a better understanding of hot jet behaviour.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142049480","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-17DOI: 10.1016/j.ijmecsci.2024.109643
Understanding the fundamental mechanism of shrink hydrogel sensors necessitates a complete comprehension of analyte-centered multivalent binding that occurs within their salt-rich microenvironments. However, the mechanics and thermodynamics governing this phenomenon remain insufficiently understood. Here, we aim to derive a theoretical framework that examines the impact of temporary cross-link formation on the hydrogel shrinkage due to specific binding interaction between the fixed receptors and the multivalent analytes. As a highlight of our theory, we mathematically quantify the hydrogels’ permanent and temporary cross-links using statistical thermodynamics to describe the multivalent complexation with different binding degrees while accounting for molecular-level transport factors when predicting the sensor’s shrinking characteristics. Consequently, our theory unveils the upper bounds set by the external analyte concentration and analyte binding valency onto the actuation sensitivity of these sensors, whereby tuning the receptor density permits further modulation of their performances. These findings tightly correlate the microscopic properties of the analyte and hydrogel to the macroscopic behaviors of shrink sensors, facilitating a structured design regime for advanced biomedical applications.
{"title":"Mechanics and thermodynamics of multivalent-binding induced shrinkage of hydrogels","authors":"","doi":"10.1016/j.ijmecsci.2024.109643","DOIUrl":"10.1016/j.ijmecsci.2024.109643","url":null,"abstract":"<div><p>Understanding the fundamental mechanism of shrink hydrogel sensors necessitates a complete comprehension of analyte-centered multivalent binding that occurs within their salt-rich microenvironments. However, the mechanics and thermodynamics governing this phenomenon remain insufficiently understood. Here, we aim to derive a theoretical framework that examines the impact of temporary cross-link formation on the hydrogel shrinkage due to specific binding interaction between the fixed receptors and the multivalent analytes. As a highlight of our theory, we mathematically quantify the hydrogels’ permanent and temporary cross-links using statistical thermodynamics to describe the multivalent complexation with different binding degrees while accounting for molecular-level transport factors when predicting the sensor’s shrinking characteristics. Consequently, our theory unveils the upper bounds set by the external analyte concentration and analyte binding valency onto the actuation sensitivity of these sensors, whereby tuning the receptor density permits further modulation of their performances. These findings tightly correlate the microscopic properties of the analyte and hydrogel to the macroscopic behaviors of shrink sensors, facilitating a structured design regime for advanced biomedical applications.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0020740324006842/pdfft?md5=64911fa100cc4b971191e1aace387cda&pid=1-s2.0-S0020740324006842-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142058264","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-15DOI: 10.1016/j.ijmecsci.2024.109654
Multilevel helical structures are widely used in biology and engineering fields. The multilevel helical structure exhibits interesting and complex mechanical behaviors due to the hierarchical feature and interactions between various structural scales. Herein, by extending the straight filament shear-lag model, a multi-scale damage mechanical model including the helical filament and sub-cable scales is established to investigate the mechanical behavior of the multilevel helical structure. The effect of filament breakage, contact interactions, and helical characteristics on the mechanical responses of the sub-cable is investigated. It is found that helical filaments have the higher deformation flexibility than straight filaments, thus weakening the stress transferring capacity and inhibiting filament breakage. The stress-strain curve of the helical filament exhibits a plateau region by adjusting laying angles. It is demonstrated for the helical structure level that the axial tension stiffness can be enhanced by increasing laying angles of the filament bundle and sub-cable. Axial coupling stiffness with filament damage exhibits the non-monotonic variation with sub-cable laying angles. The effectiveness of the present model is also verified by comparison with axial tensile experiments of composite wires. This research seeks to elucidate the intertwined impacts of filament damage and helical characteristics on the mechanical behaviors of multilevel helical structures.
{"title":"A multi-scale mechanical model of multilevel helical structures with filament damage","authors":"","doi":"10.1016/j.ijmecsci.2024.109654","DOIUrl":"10.1016/j.ijmecsci.2024.109654","url":null,"abstract":"<div><p>Multilevel helical structures are widely used in biology and engineering fields. The multilevel helical structure exhibits interesting and complex mechanical behaviors due to the hierarchical feature and interactions between various structural scales. Herein, by extending the straight filament shear-lag model, a multi-scale damage mechanical model including the helical filament and sub-cable scales is established to investigate the mechanical behavior of the multilevel helical structure. The effect of filament breakage, contact interactions, and helical characteristics on the mechanical responses of the sub-cable is investigated. It is found that helical filaments have the higher deformation flexibility than straight filaments, thus weakening the stress transferring capacity and inhibiting filament breakage. The stress-strain curve of the helical filament exhibits a plateau region by adjusting laying angles. It is demonstrated for the helical structure level that the axial tension stiffness can be enhanced by increasing laying angles of the filament bundle and sub-cable. Axial coupling stiffness with filament damage exhibits the non-monotonic variation with sub-cable laying angles. The effectiveness of the present model is also verified by comparison with axial tensile experiments of composite wires. This research seeks to elucidate the intertwined impacts of filament damage and helical characteristics on the mechanical behaviors of multilevel helical structures.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142095193","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-14DOI: 10.1016/j.ijmecsci.2024.109651
An accurate determination of the threshold conditions to initiate cracks on aged hydrogen pipelines is paramount for ensuring energy transport safety. In this work, a finite element-based phase field method was developed to assess the crack initiation on dented pipelines while considering the hydrogen (H) impact. Theoretical and multi-physics numerical formulas were derived for prediction of the elastic-plastic fracture behavior of H-contained steel. A critical phase field parameter, ϕ=0.69, is defined for predicting crack initiation at the dent on pipelines. The presence of H within the steel decreases the threshold dent depth for initiating H-induced cracks. When the initial H concentration increases from 0 to 0.5 wppm, the maximum dent depth for crack initiation reduces from 17.5 mm to 10.7 mm. The maximum dent depth required for crack initiation reduces from 17.5 mm to 7.8 mm when an internal pressure of 8 MPa is applied on the steel pipe. The site with the maximum phase field parameter changes during indentation, implying that the location initiating cracks depends on the dent dimension. The existing criteria in ASME B31.12 standard are not applicable for predicting H-induced crack initiation on dented pipelines. This study proposes a new method to predict hydrogen-induced cracking on aged pipelines when transporting hydrogen.
准确确定老化氢气管道产生裂纹的临界条件对于确保能源运输安全至关重要。在这项工作中,开发了一种基于有限元的相场方法,在考虑氢(H)影响的同时评估凹陷管道的裂纹起始情况。理论和多物理场数值公式用于预测含氢钢的弹塑性断裂行为。为预测管道凹痕处的裂纹萌生,定义了一个临界相场参数 =0.69。钢中 H 的存在降低了 H 引发裂纹的阈值凹痕深度。当初始 H 浓度从 0 wppm 增加到 0.5 wppm 时,裂纹引发的最大凹痕深度从 17.5 mm 减小到 10.7 mm。当对钢管施加 8 兆帕的内部压力时,萌生裂纹所需的最大凹痕深度从 17.5 毫米减小到 7.8 毫米。在压痕过程中,具有最大相场参数的位置会发生变化,这意味着引发裂纹的位置取决于凹痕尺寸。ASME B31.12 标准中的现有标准并不适用于预测凹陷管道的 H 诱导裂纹起始。本研究提出了一种新方法来预测老化管道在输送氢气时的氢致裂纹。
{"title":"A phase field method for predicting hydrogen-induced cracking on pipelines","authors":"","doi":"10.1016/j.ijmecsci.2024.109651","DOIUrl":"10.1016/j.ijmecsci.2024.109651","url":null,"abstract":"<div><p>An accurate determination of the threshold conditions to initiate cracks on aged hydrogen pipelines is paramount for ensuring energy transport safety. In this work, a finite element-based phase field method was developed to assess the crack initiation on dented pipelines while considering the hydrogen (H) impact. Theoretical and multi-physics numerical formulas were derived for prediction of the elastic-plastic fracture behavior of H-contained steel. A critical phase field parameter, <em>ϕ</em>=0.69, is defined for predicting crack initiation at the dent on pipelines. The presence of H within the steel decreases the threshold dent depth for initiating H-induced cracks. When the initial H concentration increases from 0 to 0.5 wppm, the maximum dent depth for crack initiation reduces from 17.5 mm to 10.7 mm. The maximum dent depth required for crack initiation reduces from 17.5 mm to 7.8 mm when an internal pressure of 8 MPa is applied on the steel pipe. The site with the maximum phase field parameter changes during indentation, implying that the location initiating cracks depends on the dent dimension. The existing criteria in ASME B31.12 standard are not applicable for predicting H-induced crack initiation on dented pipelines. This study proposes a new method to predict hydrogen-induced cracking on aged pipelines when transporting hydrogen.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0020740324006921/pdfft?md5=653d216cfebbb2dd867a7125e8ef24f9&pid=1-s2.0-S0020740324006921-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142002639","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-14DOI: 10.1016/j.ijmecsci.2024.109639
This study unveils a groundbreaking development: the chain lattice structure (CLS), a unique lattice with the capability to actively adjust its size and shape for filling diverse thin-walled structures, thereby enhancing their energy absorption characteristics. Traditional lattice structures, known for excellent energy absorption, are constrained by fixed sizes and shapes post-fabrication, limiting their adaptability to various energy-absorbing structures. The CLS introduces a revolutionary lattice structure dynamically modifying dimensions and shape. Employing selective laser sintering (SLS), we craft CLS prototypes using nylon 11 material, followed by rigorous quasi-static compression experiments. The congruence between experimental and simulation analyses validates our model's accuracy. CLS actively adjusts within varying cross-sectional thin-walled square tubes, demonstrating substantial improvements in energy absorption and compression stability compared to empty tubes (ETs). Additionally, CLS adapts to diverse cross-sectional shapes, including circular, hexagonal, and triangular tubes. Comparative assessments reveal significant enhancements in energy absorption and compression stability for CLS-filled tubes. Moreover, the pre-deformed CLS model was filled with different shapes of front rails, and its axial crashworthiness and deformation pattern stability were significantly improved compared with the unfilled front rails. In summary, CLS's flexibility in adjusting to thin-walled structures of varying dimensions and shapes holds immense promise for enhancing their performance across a wide range of applications.
{"title":"A filling lattice with actively controlled size/shape for energy absorption","authors":"","doi":"10.1016/j.ijmecsci.2024.109639","DOIUrl":"10.1016/j.ijmecsci.2024.109639","url":null,"abstract":"<div><p>This study unveils a groundbreaking development: the chain lattice structure (CLS), a unique lattice with the capability to actively adjust its size and shape for filling diverse thin-walled structures, thereby enhancing their energy absorption characteristics. Traditional lattice structures, known for excellent energy absorption, are constrained by fixed sizes and shapes post-fabrication, limiting their adaptability to various energy-absorbing structures. The CLS introduces a revolutionary lattice structure dynamically modifying dimensions and shape. Employing selective laser sintering (SLS), we craft CLS prototypes using nylon 11 material, followed by rigorous quasi-static compression experiments. The congruence between experimental and simulation analyses validates our model's accuracy. CLS actively adjusts within varying cross-sectional thin-walled square tubes, demonstrating substantial improvements in energy absorption and compression stability compared to empty tubes (ETs). Additionally, CLS adapts to diverse cross-sectional shapes, including circular, hexagonal, and triangular tubes. Comparative assessments reveal significant enhancements in energy absorption and compression stability for CLS-filled tubes. Moreover, the pre-deformed CLS model was filled with different shapes of front rails, and its axial crashworthiness and deformation pattern stability were significantly improved compared with the unfilled front rails. In summary, CLS's flexibility in adjusting to thin-walled structures of varying dimensions and shapes holds immense promise for enhancing their performance across a wide range of applications.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142006578","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-14DOI: 10.1016/j.ijmecsci.2024.109648
The primary challenge in harnessing vibration energy with piezoelectric materials is the discrepancy in frequency between the energy source and the energy generator, which lowers the efficiency of energy harvesting. To address the challenge, a piezoelectric beam under friction-induced vibration (FIV) is designed, modeled, and studied for the first time to realize the pronounced FIV contributing to energy generation by adapting the vibrations of the continuum structure to align close to its resonant frequencies. The Stribeck friction model is applied to characterize the variation of friction based on the relative sliding velocity vr between contacting objects. The analytical solution is derived to solve the dynamic responses, and transient charging simulation validated by the experiment is utilized to assess energy output. Furthermore, parameter studies are conducted based on the validated model with regard to the material properties of the beam and piezoelectric material, electrode connections of piezoelectric patches, and friction model parameters to investigate their influences on energy output. Considering the same dimensional properties, materials with low Young's modulus E and density ρ are desired for the host structure to facilitate large dynamic strain in piezoelectric materials. With an exponential decay factor C = 8, representing optimal material contact interface, pronounced higher FIV mode can be induced leading to higher output power. A root mean square charging power of 42.4 mW and a peak instant charging power Pe − peak of 263 mW can be achieved. In the current study, the model is implemented on a beam coupled with one piezoelectric patch, which has potential applicability to non-uniform beams with various layouts of piezoelectric patches. The presented model enables efficient optimization of continuum structural design for higher piezoelectric energy generation under friction.
使用压电材料利用振动能量的主要挑战在于能量源和能量发生器之间的频率差异,这降低了能量收集的效率。为了应对这一挑战,我们首次设计、模拟和研究了摩擦诱导振动(FIV)下的压电梁,通过调整连续结构的振动,使其接近共振频率,实现明显的 FIV,从而产生能量。Stribeck 摩擦模型用于描述基于接触物体间相对滑动速度 vr 的摩擦力变化。通过分析求解得出动态响应,并利用实验验证的瞬态充电模拟来评估能量输出。此外,还根据验证模型对横梁和压电材料的材料特性、压电贴片的电极连接以及摩擦模型参数进行了参数研究,以探讨它们对能量输出的影响。考虑到相同的尺寸特性,希望主结构采用杨氏模量 E 和密度 ρ 较低的材料,以促进压电材料的大动态应变。指数衰减系数 C = 8 代表最佳的材料接触界面,可诱导出更高的 FIV 模式,从而获得更高的输出功率。可实现 42.4 mW 的均方根充电功率 PeRMS 和 263 mW 的峰值瞬间充电功率 Pe - peak。在当前的研究中,该模型是在与一个压电贴片耦合的光束上实现的,它可能适用于具有各种压电贴片布局的非均匀光束。该模型可以有效优化连续结构设计,从而在摩擦条件下产生更高的压电能量。
{"title":"Energy generation from friction-induced vibration of a piezoelectric beam","authors":"","doi":"10.1016/j.ijmecsci.2024.109648","DOIUrl":"10.1016/j.ijmecsci.2024.109648","url":null,"abstract":"<div><p>The primary challenge in harnessing vibration energy with piezoelectric materials is the discrepancy in frequency between the energy source and the energy generator, which lowers the efficiency of energy harvesting. To address the challenge, a piezoelectric beam under friction-induced vibration (FIV) is designed, modeled, and studied for the first time to realize the pronounced FIV contributing to energy generation by adapting the vibrations of the continuum structure to align close to its resonant frequencies. The Stribeck friction model is applied to characterize the variation of friction based on the relative sliding velocity <em>v</em><sub>r</sub> between contacting objects. The analytical solution is derived to solve the dynamic responses, and transient charging simulation validated by the experiment is utilized to assess energy output. Furthermore, parameter studies are conducted based on the validated model with regard to the material properties of the beam and piezoelectric material, electrode connections of piezoelectric patches, and friction model parameters to investigate their influences on energy output. Considering the same dimensional properties, materials with low Young's modulus <em>E</em> and density ρ are desired for the host structure to facilitate large dynamic strain in piezoelectric materials. With an exponential decay factor <em>C</em> = 8, representing optimal material contact interface, pronounced higher FIV mode can be induced leading to higher output power. A root mean square charging power <span><math><msubsup><mi>P</mi><mrow><mi>e</mi></mrow><mtext>RMS</mtext></msubsup></math></span> of 42.4 mW and a peak instant charging power <em>P</em><sub><em>e</em> − peak</sub> of 263 mW can be achieved. In the current study, the model is implemented on a beam coupled with one piezoelectric patch, which has potential applicability to non-uniform beams with various layouts of piezoelectric patches. The presented model enables efficient optimization of continuum structural design for higher piezoelectric energy generation under friction.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0020740324006891/pdfft?md5=0c08c1a23a8c4e6f0caaed64a27a958c&pid=1-s2.0-S0020740324006891-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142049075","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-13DOI: 10.1016/j.ijmecsci.2024.109625
Hydrogen-induced-cracking initiates without external loading due to residual stresses. Pipe manufacturing process composed of crimping, -ing, -ing, and expansion has a major impact on local hydrogen concentration, as strain pattern evolves from one forming step to another, causing residual stresses that serve as driving force for hydrogen diffusion. The novelty of the presented work lies in the development of a multi-scale approach that links the residual stresses from the macroscopic pipe-forming process with locally dissolved hydrogen atoms in microstructure under the consideration of microstructural heterogeneities to identify areas susceptible to hydrogen-induced-cracking. First, a 3d-pipe-forming-model was built. Second, representative volume elements with lattice defects were generated to analyze hydrogen trapping in microstructure. Third, representative volume elements were placed in the pipe via sub-modeling, so that local loading history of the pipe was assigned to microstructure models. At the end of the pipe-forming process, representative volume elements were loaded with hydrogen on the surface and final hydrogen concentration was simulated based on residual stresses, considering microstructural effects such as grain size/shape, crystallographic texture and hydrogen traps, e.g. dislocations, voids and inclusions. On meso-/macroscale, a combined isotropic–kinematic hardening material model was implemented, while on microscale, a phenomenological crystal-plasticity-hydrogen-diffusion model was coded. According to the multi-scale simulations under the consideration of microstructural effects the bottom center position in the pipe was detected to be critical to hydrogen-induced-cracking as the maximum local hydrogen concentration was predicted at that location. Based on the loading history hydrogen-induced-cracking susceptibility increases from voids to hard and soft non-metallic inclusions.
{"title":"Multi-scale approach to hydrogen susceptibility based on pipe-forming deformation history","authors":"","doi":"10.1016/j.ijmecsci.2024.109625","DOIUrl":"10.1016/j.ijmecsci.2024.109625","url":null,"abstract":"<div><p>Hydrogen-induced-cracking initiates without external loading due to residual stresses. Pipe manufacturing process composed of crimping, <span><math><mi>U</mi></math></span>-ing, <span><math><mi>O</mi></math></span>-ing, and expansion has a major impact on local hydrogen concentration, as strain pattern evolves from one forming step to another, causing residual stresses that serve as driving force for hydrogen diffusion. The novelty of the presented work lies in the development of a multi-scale approach that links the residual stresses from the macroscopic pipe-forming process with locally dissolved hydrogen atoms in microstructure under the consideration of microstructural heterogeneities to identify areas susceptible to hydrogen-induced-cracking. First, a 3d-pipe-forming-model was built. Second, representative volume elements with lattice defects were generated to analyze hydrogen trapping in microstructure. Third, representative volume elements were placed in the pipe via sub-modeling, so that local loading history of the pipe was assigned to microstructure models. At the end of the pipe-forming process, representative volume elements were loaded with hydrogen on the surface and final hydrogen concentration was simulated based on residual stresses, considering microstructural effects such as grain size/shape, crystallographic texture and hydrogen traps, <em>e.g.</em> dislocations, voids and inclusions. On meso-/macroscale, a combined isotropic–kinematic hardening material model was implemented, while on microscale, a phenomenological crystal-plasticity-hydrogen-diffusion model was coded. According to the multi-scale simulations under the consideration of microstructural effects the bottom center position in the pipe was detected to be critical to hydrogen-induced-cracking as the maximum local hydrogen concentration was predicted at that location. Based on the loading history hydrogen-induced-cracking susceptibility increases from voids to hard and soft non-metallic inclusions.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0020740324006660/pdfft?md5=3d9092664faa93660c88ce2a65be98f0&pid=1-s2.0-S0020740324006660-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141979100","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-12DOI: 10.1016/j.ijmecsci.2024.109641
In this paper, a magnetically controlled multifunctional smart material system based on magneto-sensitive shear thickening fluid (MSTF) is proposed for the safety-enhanced lithium-ion battery (LIB) modules. The rheological behavior of the MSTF can be intelligently manipulated by a magnetic field, allowing its function in the battery module to be actively and rapidly switched between cooling and impact resistance. To quantitatively assess the temperature control and impact resistance of the purposely prepared MSTF, comprehensive experiments are conducted to thoroughly analyze the thermal performance, mechanical response, and electrochemical performance of the battery module integrated with cooling and active impact protection. The results of the cooling test show that the water-based MSTF without a magnetic field has a flowability that gives it similar temperature control to that of a commonly used coolant (water). This suggests that the MSTF can be an effective cooling medium for rapid cooling of LIBs. The results of the impact test indicate that MSTF in a magnetic field can completely avoid battery deformation and significantly reduce the impact force applied to the LIB during impact, due to the fact that the magnetic field can quickly transform the MSTF into a solid-like state, which gives it a significant anti-impact effect. More importantly, the LIBs protected by the MSTF exhibit no rapid capacity degradation or abnormal temperature increase in the subsequent electrochemical cycling tests, while the unprotected or weakly protected LIBs compromise after the impact. With the MSTF, excellent cooling and anti-impact functions can be actively switched in one system, and this innovative integrated design is expected to drive significant advances in safety for battery modules.
{"title":"Safety-enhanced battery modules with actively switchable cooling and anti-impact functions","authors":"","doi":"10.1016/j.ijmecsci.2024.109641","DOIUrl":"10.1016/j.ijmecsci.2024.109641","url":null,"abstract":"<div><p>In this paper, a magnetically controlled multifunctional smart material system based on magneto-sensitive shear thickening fluid (MSTF) is proposed for the safety-enhanced lithium-ion battery (LIB) modules. The rheological behavior of the MSTF can be intelligently manipulated by a magnetic field, allowing its function in the battery module to be actively and rapidly switched between cooling and impact resistance. To quantitatively assess the temperature control and impact resistance of the purposely prepared MSTF, comprehensive experiments are conducted to thoroughly analyze the thermal performance, mechanical response, and electrochemical performance of the battery module integrated with cooling and active impact protection. The results of the cooling test show that the water-based MSTF without a magnetic field has a flowability that gives it similar temperature control to that of a commonly used coolant (water). This suggests that the MSTF can be an effective cooling medium for rapid cooling of LIBs. The results of the impact test indicate that MSTF in a magnetic field can completely avoid battery deformation and significantly reduce the impact force applied to the LIB during impact, due to the fact that the magnetic field can quickly transform the MSTF into a solid-like state, which gives it a significant anti-impact effect. More importantly, the LIBs protected by the MSTF exhibit no rapid capacity degradation or abnormal temperature increase in the subsequent electrochemical cycling tests, while the unprotected or weakly protected LIBs compromise after the impact. With the MSTF, excellent cooling and anti-impact functions can be actively switched in one system, and this innovative integrated design is expected to drive significant advances in safety for battery modules.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141990523","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-08-12DOI: 10.1016/j.ijmecsci.2024.109642
Layered structures are prevalent in both natural environments and engineered composite materials. The elastic bending behavior of these structures is primarily governed by properties of their abundant interfaces. While the behavior of two- and three-layered beams has been extensively studied, this research shifts the focus to the impact of elastic shearing at interfaces on the deflection of multilayered structures comprising a substantial number of layers. We present an analytical solution indicating that the bending properties of multilayered beams and plates are nonlinearly dependent on interfacial stiffness. Denoting Se as the effective bending stiffness of an n-layered beam of length L, and S0 as the bending stiffness of a perfectly bound counterpart, we arrive at where αL represents a dimensionless parameter related to geometry and material properties. The analytical solutions, validated through finite element simulations, highlight the substantial variations in stiffness across different layered structures. This solution could also be instrumental in assessing interfacial damage and delamination in lamellar composites.
层状结构在自然环境和工程复合材料中都很普遍。这些结构的弹性弯曲行为主要受其丰富界面特性的制约。虽然对两层和三层梁的行为进行了广泛的研究,但本研究将重点转移到了界面处的弹性剪切对包含大量层的多层结构挠度的影响。我们提出的分析解决方案表明,多层梁和板的弯曲特性与界面刚度呈非线性关系。将 Se 称为长度为 L 的 n 层梁的有效弯曲刚度,将 S0 称为完全约束对应梁的弯曲刚度,我们得出 SeS0=11+(n2-1)tanhαLαL 其中,αL 代表与几何形状和材料特性相关的无量纲参数。通过有限元模拟验证的分析解决方案突出显示了不同分层结构在刚度上的巨大差异。该解决方案还有助于评估层状复合材料的界面损伤和分层。
{"title":"An analytic solution for bending of multilayered structures with interlayer-slip","authors":"","doi":"10.1016/j.ijmecsci.2024.109642","DOIUrl":"10.1016/j.ijmecsci.2024.109642","url":null,"abstract":"<div><p>Layered structures are prevalent in both natural environments and engineered composite materials. The elastic bending behavior of these structures is primarily governed by properties of their abundant interfaces. While the behavior of two- and three-layered beams has been extensively studied, this research shifts the focus to the impact of elastic shearing at interfaces on the deflection of multilayered structures comprising a substantial number of layers. We present an analytical solution indicating that the bending properties of multilayered beams and plates are nonlinearly dependent on interfacial stiffness. Denoting <em>S<sub>e</sub></em> as the effective bending stiffness of an <em>n</em>-layered beam of length <em>L</em>, and <em>S</em><sub>0</sub> as the bending stiffness of a perfectly bound counterpart, we arrive at <span><math><mrow><mfrac><msub><mi>S</mi><mi>e</mi></msub><msub><mi>S</mi><mn>0</mn></msub></mfrac><mo>=</mo><mfrac><mn>1</mn><mrow><mn>1</mn><mo>+</mo><mrow><mo>(</mo><mrow><msup><mrow><mi>n</mi></mrow><mn>2</mn></msup><mo>−</mo><mn>1</mn></mrow><mo>)</mo></mrow><mfrac><mrow><mi>tanh</mi><mi>α</mi><mi>L</mi></mrow><mrow><mi>α</mi><mi>L</mi></mrow></mfrac></mrow></mfrac></mrow></math></span> where <em>αL</em> represents a dimensionless parameter related to geometry and material properties. The analytical solutions, validated through finite element simulations, highlight the substantial variations in stiffness across different layered structures. This solution could also be instrumental in assessing interfacial damage and delamination in lamellar composites.</p></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":null,"pages":null},"PeriodicalIF":7.1,"publicationDate":"2024-08-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141997292","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}